Please use this identifier to cite or link to this item:
https://doi.org/10.25824/redu/OJKOFN
DOI: | https://doi.org/10.25824/redu/OJKOFN |
Title: | Prediction of the structural behavior of RC columns in fire |
Subject: | Engineering |
Description: | Python script to compute the displacements and the failure of RC columns subjected to fire. The analyses assume a concentric load (no initial eccentricity) or an equivalent axial load to take into account first and second order effects. The displacements are estimated by the introduction of EN 1992-1-2 (2004) stress-strain curves and a simplified bilinear constitutive law that takes into account the Load induced Thermal Strain (LITS) as a reciprocal to the modulus of elasticity. Failure is predicted with the adoption of the nominal stiffness method (EN 1992-1-2, 2004) to take into account the second order effects and an equivalent axial load to replace the axial-bending force. |
Authors: | Buttignol, Thomaz Eduardo Teixeira |
URI: | https://doi.org/10.25824/redu/OJKOFN https://redu.unicamp.br/dataset.xhtml?persistentId=doi:10.25824/redu/OJKOFN |
Other Identifiers: | |
Sponsorship: | no agency |
Sponsor ID: | no agency |
Rights: | |
Date: | 15-Apr-2021 |
Available Data: | |
Format: | application/vnd.openxmlformats-officedocument.spreadsheetml.sheet text/plain |
Type: | |
Publisher: | Teixeira Buttignol, Thomaz Eduardo |
Language : | |
Appears in Collections: | Repositório de Dados de Pesquisa da UNICAMP |
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